Abstract In almost all the Mediterranean countries, users store water resources in private tanks usually located on the rooftops. These local reservoirs are usually connected to the water distribution network (WDN). In such cases, network-operating conditions can be far from design ones, thus, specific models have to be developed to correctly simulate the WDN. Here, a new mathematical model able to reproduce the tank emptying/filling cycles is proposed. Specifically, through experimental analysis a new mathematical formulation of the emitter law is proposed
EPANET 2 has been used previously to simulate pressure-deficient operating conditions in water distr...
The allocation of water demand to nodes is compared with uniformly distributed demand along a pipeli...
Water scarcity is increasingly becoming a great concern in both developed and developing countries. ...
AbstractIn almost all the Mediterranean countries, users store water resources in private tanks usua...
In many Mediterranean countries, users store water resources in private tanks, which are typically l...
AbstractIn many real WDNs, as in the Mediterranean area, customers are traditionally supplied by loc...
In water distribution network (WDN) steady-state modelling, tanks and reservoirs are modelled as nod...
In many countries, users acquire private tanks to reduce their vulnerability to water scarcity. In s...
The use of numerical simulations to improve the management of water distribution networks (WDNs) has...
Modelling real distribution networks can be particularly difficult if they are so leaky that the typ...
This paper presents a novel method to model water distribution systems (WDS) with insufficient press...
Apparent losses consist of water volume drawn from the network, consumed by users but not paid for. ...
Pressure-driven analysis (PDA) of water distribution networks necessitates an assessment of the supp...
Leakages in urban water networks can be a very high percentage of the supplied water. The lost volum...
Water network partitioning (WNP) into District Meter Areas allows improving pressure management, wat...
EPANET 2 has been used previously to simulate pressure-deficient operating conditions in water distr...
The allocation of water demand to nodes is compared with uniformly distributed demand along a pipeli...
Water scarcity is increasingly becoming a great concern in both developed and developing countries. ...
AbstractIn almost all the Mediterranean countries, users store water resources in private tanks usua...
In many Mediterranean countries, users store water resources in private tanks, which are typically l...
AbstractIn many real WDNs, as in the Mediterranean area, customers are traditionally supplied by loc...
In water distribution network (WDN) steady-state modelling, tanks and reservoirs are modelled as nod...
In many countries, users acquire private tanks to reduce their vulnerability to water scarcity. In s...
The use of numerical simulations to improve the management of water distribution networks (WDNs) has...
Modelling real distribution networks can be particularly difficult if they are so leaky that the typ...
This paper presents a novel method to model water distribution systems (WDS) with insufficient press...
Apparent losses consist of water volume drawn from the network, consumed by users but not paid for. ...
Pressure-driven analysis (PDA) of water distribution networks necessitates an assessment of the supp...
Leakages in urban water networks can be a very high percentage of the supplied water. The lost volum...
Water network partitioning (WNP) into District Meter Areas allows improving pressure management, wat...
EPANET 2 has been used previously to simulate pressure-deficient operating conditions in water distr...
The allocation of water demand to nodes is compared with uniformly distributed demand along a pipeli...
Water scarcity is increasingly becoming a great concern in both developed and developing countries. ...